River bank slope treatment gabion information flood control revetment

Abstract

The present application relates to the technical field of flood control revetment, and discloses a gabion stone cage informationization flood control revetment for river bank slope treatment, which comprises a infiltration mechanism, a monitoring mechanism, an assembling mechanism, a net cage mechanism and an anti-infiltration assembly. The net cage mechanism is protected by wear-resistant support bars for the spray assembly and the flexibility of the rectangular steel bars is enhanced by the spray elastic pipe, so as to prolong the service life of the net cage upper cover. When the rectangular steel bars and the spray elastic pipe of the spray assembly are completely broken, the first plunger is driven to rebound by the spray spring, so that the dyeing liquid in the spray elastic pipe is sprayed onto the stone blocks, thereby realizing the rapid marking of the damaged net cage mechanism. The infiltration mechanism separates water and filling soil through the anti-infiltration assembly between the first infiltration plate and the second infiltration plate, so as to prevent the formation of a hollow area caused by long-time scouring. When the river surface rises, the river water enters the upper side of the tidal sliding block through the second tidal hole, so that the tidal sliding block is pressed downward and drives the tidal pressing plate to open, and the river water enters the underground reservoir.

Description

Technical Field

[0001] This invention relates to the field of flood control and slope protection technology, and in particular to an information-based gabion flood control and slope protection system for riverbank treatment. Background Technology

[0002] Traditional concrete walls and hardened slopes are prone to brittle cracking when exposed to water erosion, leading to slope failure. However, existing gabion flood control slopes rely on wire mesh and crushed stone to form a flexible integral structure, which can effectively dilute and disperse the impact of river water, thereby enhancing the service life of flood control slopes.

[0003] Existing gabion flood control slope protection systems typically use rudimentary wire mesh cages, which are prone to rusting or fatigue breakage after prolonged use. If these cages are not replaced promptly, the stones inside will be washed away, rendering the flood control slope ineffective. Furthermore, under prolonged erosion, the soil at the bottom of the existing gabion cages can be washed away, creating voids and causing the cages to sink, ultimately leading to structural deformation of the flood control slope. Therefore, a new, information-based gabion flood control slope protection system for riverbank management is needed that reduces the risk of wire mesh cage breakage and prevents the soil at the bottom of the cages from being washed away, addressing the shortcomings of existing gabion flood control slope protection systems.

[0004] For example, patent CN222614077U discloses an ecological gabion cage. This device includes a riverbank, several unit gabions filled with stones, and a plant-based health system consisting of planting bags, planting soil, and secondary vegetation within the stones of each unit gabion. This ecological gabion cage has a robust structure that is not easily deformed. Furthermore, through its reinforced overall design and ecological compatibility, it improves the stability of riverbanks and enhances the environmental protection capabilities of the environment. While this solution improves the structural robustness of the gabion, it still carries the risk of breakage. Furthermore, it cannot promptly detect damaged gabions. Under prolonged river erosion, the soil at the bottom of the gabions can still be washed away, creating voids that cause the gabions to sink and compromise the integrity of the flood control slope. During floods, the solution relies solely on its own resistance to the river's impact, failing to guide or divert the water flow to reduce its force. Additionally, the solution lacks information-based management of the gabions, hindering monitoring of their condition and ultimately limiting the lifespan of the flood control slope. Summary of the Invention

[0005] The purpose of this invention is to provide an information-based flood control and slope protection system for gabion stone cages used in riverbank management. It aims to solve the problems existing in the prior art, such as how to promptly detect damaged gabions after they break, how to reduce the risk of soil at the bottom of the gabions being washed away by water flow, how to proactively reduce the impact of river water, and how to manage gabions through information technology.

[0006] To address the aforementioned technical problems, the present invention adopts the following technical solution: an information-based gabion flood control and slope protection system for riverbank treatment, comprising an infiltration mechanism, a monitoring mechanism, an assembly mechanism, a gabion cage mechanism, and a reverse osmosis component. The infiltration mechanism includes a flood control base, a tidal base, a tidal baffle, a first tidal hole, a second tidal hole, a tidal slider, a tidal channel, a drainage component, and a tidal pressure plate. The flood control base is located on the riverbank, and the tidal base is fixedly installed at its front end. The tidal baffle is rotatably connected to the front end of the tidal base. The first tidal hole is fixedly installed at the upper end of the tidal base and communicates with the internal space of the flood control base. The second tidal hole is fixedly installed at the upper end of the tidal base and communicates with the internal space of the tidal base. The tidal slider is slidably installed vertically inside the tidal base. The upper end of the slider is fixedly connected to the inside of the tidal base by a spring. The tidal channel is fixedly installed inside the tidal slider. The drainage component is fixedly installed horizontally on the side of the tidal slider and is connected to the tidal channel. The tidal pressure plate is fixedly installed at the lower end of the tidal base by a spring. When the river level rises continuously, the river water first enters the upper part of the tidal slider through the second tidal hole, causing the tidal slider to be squeezed downward. Then, the tidal slider drives the tidal pressure plate to slide downward and open. Subsequently, the river water enters the underground reservoir through the tidal channel and the drainage component along the gap between the tidal pressure plate and the flood control base. The monitoring mechanism is fixedly installed vertically at the upper end of the infiltration mechanism. The assembly mechanism is fixedly installed inside the infiltration mechanism. The net cage mechanism is placed inside the assembly mechanism. The reverse osmosis component is fixedly installed inside the infiltration mechanism.

[0007] Furthermore, the infiltration mechanism also includes a first infiltration plate, a second infiltration plate, a deceleration reverse slope, a piezoelectric sensor, and a drainage slide. The first infiltration plate is fixedly installed inside the flood control base, with an angle of 45° to the horizontal plane. The second infiltration plate is fixedly installed inside the flood control base, with an angle of 30° to the horizontal plane. The drainage slide is fixedly installed at the bottom of the flood control base in a direction parallel to the second infiltration plate. The deceleration reverse slope is fixedly installed on the upper surface of the drainage slide. The piezoelectric sensor is fixedly installed on the upper surface of the deceleration reverse slope. When the river water level reaches the first tidal hole and the net cage mechanism, the river water reaches the surface of the first infiltration plate through the gap between the first tidal hole and the rocks. Then, it infiltrates into the drainage slide through the reverse osmosis component and the second infiltration plate. As the river water flows downward along the drainage slide, it impacts the piezoelectric sensor on the deceleration reverse slope, thereby detecting the flow rate of the river water entering the flood control base.

[0008] Furthermore, the drainage assembly includes a conical outlet, a drainage shell, an elastic sleeve, a first drainage hole, a rigid sleeve, a drainage baffle, and a second drainage hole. The conical outlet is fixedly installed at the front end of the drainage shell along the axial direction. The elastic sleeve is fixedly installed inside the drainage shell along the axial direction and is also fixedly installed at the rear end of the conical outlet. The first drainage hole is fixedly installed on the upper side of the elastic sleeve along the radial direction. The rigid sleeve is fixedly installed inside the drainage shell along the axial direction and is fixedly installed at the rear end of the elastic sleeve. The second drainage hole is fixedly installed on the lower side of the rigid sleeve along the radial direction. The drainage baffle is fixedly installed inside the rigid sleeve.

[0009] Furthermore, the assembly mechanism includes an assembly bracket, an assembly base plate, a lower drain hole, a liquid leakage hole, and a storage tank. The assembly bracket is fixedly installed on the periphery of the assembly base plate and is also slidably installed on the periphery of the storage tank. The lower drain hole is fixedly installed on the surface of the assembly base plate, the liquid leakage hole is fixedly installed on the side of the storage tank, and the lower end of the storage tank is fixedly installed on the upper surface of the first seepage plate.

[0010] Furthermore, the assembly mechanism also includes a first float, a lower pressure plate, a cross bracket, a second float, and a lower drain tube. The first float is slidably installed inside the storage tank in a vertical direction, and the second float is slidably installed inside the storage tank in a vertical direction. The upper end of the lower pressure plate is fixedly installed at the lower end of the lower drain tube, and the lower end of the lower pressure plate contacts the outer surfaces of the first and second floats. The cross bracket is fixedly installed at the upper end of the second float in a vertical direction, and the upper end of the cross bracket is fixedly connected to the lower end of the assembly base plate. The lower drain tube is fixedly installed on the side of the cross bracket in a vertical direction, and the upper end of the lower drain tube is inserted into the lower drain hole.

[0011] Furthermore, the cage mechanism includes a mesh steel cage, a cage cover, wear-resistant support bars, and a spraying assembly. The inside of the mesh steel cage is used to place stones. The cage cover is rotatably connected to the upper end of the mesh steel cage. The spraying assembly is fixedly installed inside the cage cover. The wear-resistant support bars are fixedly installed inside the cage cover and located above the spraying assembly.

[0012] Furthermore, the spraying assembly includes a rectangular steel bar, a spraying base, a first plunger, a spraying spring, a spraying elastic tube, and a second plunger. The two ends of the rectangular steel bar are fixedly installed inside the mesh cage cover. The spraying elastic tube is fixedly installed inside the rectangular steel bar and is filled with dyeing liquid. The spraying base is fixedly installed at both ends of the spraying elastic tube and is also fixedly installed inside the mesh cage cover. The first plunger is slidably installed inside the spraying elastic tube along the axial direction. The second plunger is slidably installed inside the spraying elastic tube along the axial direction. The second plunger is fixedly connected to the first plunger. The two ends of the spraying spring are fixedly connected to the first plunger and the spraying base, respectively.

[0013] Furthermore, the reverse osmosis assembly includes a reverse osmosis base, a reverse osmosis inlet, and a reverse osmosis pipe. The reverse osmosis base is fixedly installed between the first and second infiltration plates. The upper surface of the reverse osmosis base is in contact with the lower surface of the first infiltration plate. The interior of the reverse osmosis base is filled with filler soil. The reverse osmosis inlet is fixedly installed on the upper surface of the reverse osmosis base. The reverse osmosis pipe is fixedly installed vertically inside the reverse osmosis base.

[0014] Furthermore, small holes are provided on the side of the reverse osmosis pipe. These holes are used to guide the roots and stems of plants to grow into the interior of the reverse osmosis base along the holes.

[0015] Furthermore, the monitoring mechanism includes a solar panel, a monitoring bracket, a monitoring camera, and an explosion-proof support column. The solar panel is fixedly installed on the upper end of the monitoring bracket, the monitoring bracket is fixedly installed on the upper end of the explosion-proof support column, the explosion-proof support column is fixedly installed vertically on the upper end of the flood control base, the explosion-proof support column is equipped with a storage battery, and the monitoring camera is fixedly installed on the lower end of the monitoring bracket.

[0016] The advantages of this invention compared to the prior art are:

[0017] (1) The mesh cage mechanism extends the service life of the mesh cage cover by protecting the spraying component with wear-resistant support strips and enhancing the flexibility of the rectangular steel strip with spraying elastic tube. When the rectangular steel strip and spraying elastic tube of the spraying component are completely broken, the spraying spring drives the first plunger to rebound, so that the dyeing liquid in the spraying elastic tube is sprayed onto the stone to achieve rapid marking of the damaged mesh cage mechanism.

[0018] (2) The infiltration mechanism separates water and filling soil through the reverse osmosis component between the first infiltration plate and the second infiltration plate to prevent the formation of voids due to long-term scouring. When the river level rises, the river water enters the upper part of the tidal slider through the second tidal hole. The tidal slider is squeezed downward and drives the tidal pressure plate to open, allowing the river water to enter the underground reservoir, thereby reducing or dispersing the scouring of the cage mechanism by the river water.

[0019] (3) The monitoring agency monitors the mesh cage mechanism inside the assembly mechanism in real time through the monitoring camera. At the same time, the mesh cage mechanism will be individually numbered according to its position in the flood control base. When the monitoring camera observes that a mesh cage mechanism is damaged, the specific location of the damaged mesh cage mechanism can be found through the number. Attached Figure Description

[0020] Figure 1 This is a schematic diagram of the assembly structure of the present invention. Figure 1 ;

[0021] Figure 2 This is a schematic diagram of the assembly structure of the present invention. Figure 2 ;

[0022] Figure 3 This is a schematic diagram of the infiltration mechanism in this invention. Figure 1 ;

[0023] Figure 4 This is a schematic diagram of the infiltration mechanism in this invention. Figure 2 ;

[0024] Figure 5 This is a schematic diagram of the drainage component in this invention;

[0025] Figure 6 This is a schematic diagram of the monitoring mechanism in this invention;

[0026] Figure 7 This is a schematic diagram of the assembly mechanism in this invention. Figure 1 ;

[0027] Figure 8 This is a schematic diagram of the assembly mechanism in this invention. Figure 2 ;

[0028] Figure 9 This is a schematic diagram of the wire mesh cage mechanism in this invention;

[0029] Figure 10 This is a schematic diagram of the liquid spraying assembly in the present invention. Figure 1 ;

[0030] Figure 11 This is a schematic diagram of the liquid spraying assembly in the present invention. Figure 2 ;

[0031] Figure 12 This is a schematic diagram of the reverse osmosis component in this invention.

[0032] In the diagram: 1. Infiltration mechanism; 2. Monitoring mechanism; 3. Assembly mechanism; 4. Net cage mechanism; 5. Reverse osmosis component; 101. Flood control base; 102. First infiltration plate; 103. Tidal base; 104. Tidal baffle; 105. Second infiltration plate; 106. First tidal hole; 107. Second tidal hole; 108. Tidal slider; 109. Tidal channel; 110. Drainage component; 111. Tidal pressure plate; 112. Deceleration reverse slope; 113. Piezoelectric sensor; 114. Drainage slide; 115. Conical outlet; 116. Drainage shell; 117. Elastic sleeve; 118. First drainage hole; 119. Rigid sleeve; 120. Drainage baffle; 121. Second drainage hole; 201 1. Solar panel; 202. Monitoring bracket; 203. Monitoring camera; 204. Explosion-proof support column; 301. Assembly bracket; 302. Assembly base plate; 303. Lower drain hole; 304. Leakage hole; 305. Storage tank; 306. First float; 307. Lower pressure plate; 308. Cross bracket; 309. Second float; 310. Lower drain pipe; 401. Mesh steel cage; 402. Mesh cage cover; 403. Wear-resistant support bar; 404. Spraying assembly; 405. Rectangular steel bar; 406. Spraying base; 407. First plunger; 408. Spraying spring; 409. Spraying elastic tube; 410. Second plunger; 501. Reverse osmosis base; 502. Reverse osmosis port; 503. Reverse osmosis pipe. Detailed Implementation

[0033] The technical solution of the present invention will be further described below with reference to the accompanying drawings and specific embodiments.

[0034] The accompanying drawings are for illustrative purposes only and are schematic diagrams, not actual pictures. They should not be construed as limiting the invention. To better illustrate the embodiments of the invention, some parts in the drawings may be omitted, enlarged, or reduced, and do not represent the actual product dimensions. It is understandable to those skilled in the art that some well-known structures and their descriptions may be omitted in the drawings.

[0035] Figures 1 to 12 This is a preferred embodiment of the present invention.

[0036] like Figure 1 and Figure 2As shown, a gabion-based flood control and slope protection system for riverbank treatment includes an infiltration mechanism 1, a monitoring mechanism 2, an assembly mechanism 3, a gabion cage mechanism 4, and a reverse osmosis component 5. The infiltration mechanism 1 includes a flood control base 101, a tidal base 103, a tidal baffle 104, a first tidal hole 106, a second tidal hole 107, a tidal slider 108, a tidal channel 109, a drainage component 110, and a tidal pressure plate 111. The flood control base 101 is installed on the riverbank, and the tidal base 103 is fixedly installed. At the front end of the flood control base 101, a tidal baffle 104 is rotatably connected to the front end of the tidal base 103. A first tidal hole 106 is fixedly installed on the upper end of the tidal base 103, and the first tidal hole 106 communicates with the internal space of the flood control base 101. A second tidal hole 107 is fixedly installed on the upper end of the tidal base 103, and the second tidal hole 107 communicates with the internal space of the tidal base 103. A tidal slider 108 is slidably installed vertically inside the tidal base 103. The upper end of 108 is fixedly connected to the inside of the tidal base 103 by a spring. The tidal channel 109 is fixedly installed inside the tidal slider 108. The drainage component 110 is fixedly installed on the side of the tidal slider 108 in the horizontal direction. The drainage component 110 is connected to the tidal channel 109. The tidal pressure plate 111 is fixedly installed at the lower end of the tidal base 103 by a spring. When the river level continues to rise, the river water first enters the upper part of the tidal slider 108 through the second tidal hole 107, causing the tidal slider 108 to be squeezed downward. Then the tidal slider 108 drives the tidal pressure plate 111 to slide downward and open. Then the river water enters the underground reservoir through the tidal channel 109 and the drainage component 110 along the gap between the tidal pressure plate 111 and the flood control base 101. The monitoring mechanism 2 is fixedly installed at the upper end of the infiltration mechanism 1 in the vertical direction. The assembly mechanism 3 is fixedly installed inside the infiltration mechanism 1. The net cage mechanism 4 is placed inside the assembly mechanism 3. The reverse osmosis component 5 is fixedly installed inside the infiltration mechanism 1.

[0037] like Figure 3 and Figure 4As shown, the infiltration mechanism 1 further includes a first infiltration plate 102, a second infiltration plate 105, a deceleration reverse ramp 112, a piezoelectric sensor 113, and a drainage chute 114. The first infiltration plate 102 is fixedly installed inside the flood control base 101, with an angle of 45° to the horizontal plane. The second infiltration plate 105 is fixedly installed inside the flood control base 101, with an angle of 30° to the horizontal plane. The drainage chute 114 is fixedly installed at the bottom of the flood control base 101 along a direction parallel to the second infiltration plate 105. The deceleration reverse ramp 112... 2. The piezoelectric sensor 113 is fixedly installed on the upper surface of the drainage slide 114 and the deceleration reverse slope 112. When the river water level reaches the first tidal hole 106 and the net cage mechanism 4, the river water reaches the surface of the first infiltration plate 102 through the gap between the first tidal hole 106 and the rocks, and then seeps down to the drainage slide 114 through the reverse osmosis component 5 and the second infiltration plate 105. When the river water flows down along the drainage slide 114, the river water will impact the piezoelectric sensor 113 on the deceleration reverse slope 112, thereby detecting the flow rate of the river water entering the flood control base 101.

[0038] like Figure 5 As shown, the drainage assembly 110 includes a conical outlet 115, a drainage housing 116, an elastic sleeve 117, a first drainage hole 118, a rigid sleeve 119, a drainage baffle 120, and a second drainage hole 121. The conical outlet 115 is fixedly installed at the front end of the drainage housing 116 along the axial direction. The elastic sleeve 117 is fixedly installed inside the drainage housing 116 along the axial direction. The elastic sleeve 117 is also fixedly installed on the conical outlet 115. At the rear end, the first drain hole 118 is fixedly installed on the upper side of the elastic sleeve 117 along the radial direction of the elastic sleeve 117, the rigid sleeve 119 is fixedly installed inside the drain housing 116 along the axial direction of the drain housing 116, the front end of the rigid sleeve 119 is fixedly installed at the rear end of the elastic sleeve 117, the second drain hole 121 is fixedly installed on the lower side of the rigid sleeve 119 along the radial direction of the rigid sleeve 119, and the drain baffle 120 is fixedly installed inside the rigid sleeve 119.

[0039] like Figure 6 As shown, the monitoring mechanism 2 includes a solar panel 201, a monitoring bracket 202, a monitoring camera 203, and an explosion-proof support column 204. The solar panel 201 is fixedly installed on the upper end of the monitoring bracket 202, the monitoring bracket 202 is fixedly installed on the upper end of the explosion-proof support column 204, the explosion-proof support column 204 is fixedly installed vertically on the upper end of the flood control base 101, the explosion-proof support column 204 is equipped with a storage battery, and the monitoring camera 203 is fixedly installed on the lower end of the monitoring bracket 202.

[0040] like Figure 7 and Figure 8 As shown, the assembly mechanism 3 also includes a first float 306, a lower pressure plate 307, a cross bracket 308, a second float 309, and a lower leakage insertion tube 310. The assembly bracket 301 is fixedly installed on the periphery of the assembly base plate 302, and the assembly bracket 301 is also slidably installed on the periphery of the storage tank 305. The lower leakage hole 303 is fixedly installed on the surface of the assembly base plate 302, the leakage hole 304 is fixedly installed on the side of the storage tank 305, the lower end of the storage tank 305 is fixedly installed on the upper surface of the first seepage plate 102, and the first float 306 is slidably installed in the vertical direction on the storage tank 305. Inside the storage tank 305, the second float 309 is slidably installed vertically. The upper end of the lower pressure plate 307 is fixedly installed at the lower end of the lower drain tube 310. The lower end of the lower pressure plate 307 is in contact with the outer surfaces of the first float 306 and the second float 309. The cross bracket 308 is fixedly installed vertically at the upper end of the second float 309. The upper end of the cross bracket 308 is fixedly connected to the lower end of the assembly base plate 302. The lower drain tube 310 is fixedly installed vertically on the side of the cross bracket 308. The upper end of the lower drain tube 310 is inserted into the lower drain hole 303.

[0041] like Figure 9 As shown, the cage mechanism 4 includes a mesh steel cage 401, a cage cover 402, a wear-resistant support bar 403, and a spraying assembly 404. The inside of the mesh steel cage 401 is used to place stones. The cage cover 402 is rotatably connected to the upper end of the mesh steel cage 401. The spraying assembly 404 is fixedly installed inside the cage cover 402. The wear-resistant support bar 403 is fixedly installed inside the cage cover 402, and is also located at the upper end of the spraying assembly 404.

[0042] like Figure 10 and Figure 11 As shown, the spray assembly 404 includes a rectangular steel bar 405, a spray base 406, a first plunger 407, a spray spring 408, a spray elastic tube 409, and a second plunger 410. The two ends of the rectangular steel bar 405 are fixedly installed inside the mesh cage cover 402. The spray elastic tube 409 is fixedly installed inside the rectangular steel bar 405 and is filled with dyeing liquid. The spray base 406 is fixedly installed at both ends of the spray elastic tube 409 and is also fixedly installed inside the mesh cage cover 402. The first plunger 407 is slidably installed inside the spray elastic tube 409 along the axial direction of the spray elastic tube 409. The second plunger 410 is slidably installed inside the spray elastic tube 409 along the axial direction of the spray elastic tube 409 and is also fixedly connected to the first plunger 407. The two ends of the spray spring 408 are fixedly connected to the first plunger 407 and the spray base 406, respectively.

[0043] like Figure 12As shown, the reverse osmosis assembly 5 includes a reverse osmosis base 501, a reverse osmosis inlet 502, and a reverse osmosis pipe 503. The reverse osmosis base 501 is fixedly installed between the first infiltration plate 102 and the second infiltration plate 105. The upper surface of the reverse osmosis base 501 is in contact with the lower surface of the first infiltration plate 102. The interior of the reverse osmosis base 501 is filled with filler soil. The reverse osmosis inlet 502 is fixedly installed on the upper surface of the reverse osmosis base 501. The reverse osmosis pipe 503 is fixedly installed vertically inside the reverse osmosis base 501. Small holes are opened on the side of the reverse osmosis pipe 503. The small holes on the side of the reverse osmosis pipe 503 are used to guide the roots and stems of plants to grow into the interior of the reverse osmosis base 501 along the small holes.

[0044] Working principle of the invention:

[0045] Figure 1 and Figure 2 The invention provides its usage methods and corresponding scenarios. The attitude control of the gabion information-based flood control and slope protection process is determined by the infiltration mechanism 1, the assembly mechanism 3, and the mesh cage mechanism 4. The attitude of the assembly mechanism 3 is determined by the infiltration mechanism 1, and the attitude of the mesh cage mechanism 4 is determined by the infiltration mechanism 1. Therefore, the infiltration mechanism 1 is the core of the gabion information-based flood control and slope protection work.

[0046] Taking the preferred embodiment as an example, when the river level continues to rise, the river water first enters the area above the tidal slider 108 through the second tidal hole 107 on the tidal base 103, causing the tidal slider 108 to be squeezed and slide downward inside the tidal base 103. Subsequently, the tidal slider 108 in the infiltration mechanism 1 drives the tidal pressure plate 111 to slide downward together, causing the tidal pressure plate 111 to open. Then, the river water enters the underground reservoir through the tidal channel 109 and the drainage assembly 110 along the gap between the tidal pressure plate 111 and the flood control base 101, thereby reducing the direct impact of the dispersed river water on the net cage mechanism 4. When the river water enters the drainage assembly 110, the river water first enters the area through the rigid sleeve. The water enters between the rigid sleeve 119 and the drain housing 116 through the second drain hole 121 on 119. At this time, the river water between the rigid sleeve 119 and the drain housing 116 will squeeze the elastic sleeve 117 inward, reducing the inner diameter of the elastic sleeve 117. Then, the river water enters the interior of the elastic sleeve 117 through the first drain hole 118 and flows out in a small amount through the conical outlet 115, thereby realizing the small-scale drainage function. This prevents the water flow at the drain assembly 110 from being too large and flowing back into the drain slide 114, affecting the monitoring effect of the piezoelectric sensor 113. Subsequently, when the river water level reaches the first tidal hole 106 and the cage mechanism 4, the river water passes through... The river water reaches the surface of the first infiltration plate 102 through the gap between the first tidal hole 106 and the rocks. The river water then seeps down through the reverse osmosis assembly 5 and the second infiltration plate 105 onto the drainage chute 114. As the river water flows down the drainage chute 114, it impacts the piezoelectric sensor 113 on the deceleration reverse slope 112, thereby detecting the flow rate of the river water entering the flood control base 101. During flooding, if the value detected by the piezoelectric sensor 113 does not reach the expected value, it indicates that the infiltration performance of the infiltration mechanism 1 is insufficient, requiring manual dredging and maintenance. The reverse osmosis base 501 in the reverse osmosis assembly 5 uses an angle design between its upper and lower surfaces to ensure proper infiltration. The fill soil near the corner of the 501 is less, resulting in a smaller void area near the corner after river erosion. This ensures that the sinking of the fill soil after it becomes wet is minimal, thus not affecting the contact between the plant roots and the fill soil. At the same time, appropriate green plants can be planted between the two adjacent assembly units 3. The roots of the green plants first enter the reverse osmosis pipe 503 through the reverse osmosis port 502, and then enter the fill soil through the small holes on the side of the reverse osmosis pipe 503, thus preventing the roots of the green plants from growing into the rocks or the first infiltration plate 102. The roots of the green plants can also act as guide rods to guide rainwater or river water into the fill soil, thereby keeping the fill soil moist and promoting the growth of the green plants.When the mesh steel cage 401 on the mesh cage mechanism 4 is placed in the assembly bracket 301 of the assembly mechanism 3, the mesh steel cage 401 and the stones rely on gravity to drive the assembly bracket 301 and the assembly base plate 302 to slide down along the outer wall of the storage tank 305. The assembly base plate 302 drives the second float 309 to be pressed down into the water of the storage tank 305 through the cross bracket 308. The cross bracket 308 also drives the lower pressure plate 307 to be pressed down through the lower leakage pipe 310. The lower pressure plate 307 drives the second float 309 to be pressed down. A float 306 is lowered into the water in the storage tank 305. After some of the stones inside the mesh cage 401 are washed away, the weight of the mesh cage 401 and the stones is less than the buoyancy of the water on the first float 306 and the second float 309. The first float 306 and the second float 309, through the cross bracket 308, drive the mesh cage 401 and the stones to rise as a whole. This makes it easier for the monitoring camera 203 of the monitoring device 2 to detect abnormalities and prevents the formation of depressions on the upper surface of the stones. The wear-resistant support strip 403 on the top cover 402 of the net cage provides some protection for the rectangular steel strip 405 of the spray assembly 404. Simultaneously, the spray elastic tube 409 increases the flexibility of the rectangular steel strip 405, extending the service life of the top cover 402. When the rectangular steel strip 405 and the spray elastic tube 409 on the spray assembly 404 completely break, the spray spring 408 drives the first plunger 407 to rebound, causing the dyeing liquid in the spray elastic tube 409 to spray onto the surface of the stones, quickly marking the damaged net cage mechanism 4. The monitoring camera 203 at the lower end of the monitoring bracket 202 monitors the net cage mechanism 4 within the assembly mechanism 3 in real time. Simultaneously, it assigns a unique number to each net cage mechanism 4 based on its position in the flood control base 101. When the monitoring camera 203 observes damage to a net cage mechanism 4 at a certain location, it identifies the specific location of the damaged mechanism 4 through the number, thereby arranging for personnel to maintain the net cage mechanism 4.

[0047] Specifically, such as Figure 3 , Figure 4 , Figure 5 and Figure 12As shown, when the river level rises continuously, the river water first enters above the tidal slider 108 through the second tidal hole 107 on the tidal base 103, causing the tidal slider 108 to be squeezed and slide downward inside the tidal base 103. Subsequently, the tidal slider 108 in the infiltration mechanism 1 drives the tidal pressure plate 111 to slide downward together, causing the tidal pressure plate 111 to open. Then, the river water enters the underground reservoir through the tidal channel 109 and the drainage assembly 110 along the gap between the tidal pressure plate 111 and the flood control base 101, thereby reducing and dispersing the direct impact of the river water on the net cage mechanism 4. When the river water enters the drainage assembly 110, the river water will first enter through the rigid sleeve 1 The water enters between the rigid sleeve 119 and the drain housing 116 through the second drain hole 121 on the 19. At this time, the river water between the rigid sleeve 119 and the drain housing 116 will squeeze the elastic sleeve 117 inward, reducing the inner diameter of the elastic sleeve 117. Then, the river water enters the interior of the elastic sleeve 117 through the first drain hole 118 and flows out in a small amount through the conical outlet 115, thereby realizing the small-scale drainage function and preventing the water output at the drain assembly 110 from being too large and flowing back into the drain slide 114, affecting the monitoring effect of the piezoelectric sensor 113. Subsequently, when the river water level reaches the first tidal hole 106 and the cage mechanism 4, the river water passes through the first tidal hole 106 and the cage mechanism 4. The tidal hole 106 and the gap between the rocks reach the surface of the first infiltration plate 102. The river water then seeps down through the reverse osmosis assembly 5 and the second infiltration plate 105 onto the drainage chute 114. As the river water flows down along the drainage chute 114, it impacts the piezoelectric sensor 113 on the deceleration reverse slope 112, thereby detecting the flow rate of the river water entering the flood control base 101. If the value detected by the piezoelectric sensor 113 does not reach the expected value during flooding, it indicates that the infiltration performance of the infiltration mechanism 1 is insufficient, and manual dredging and maintenance are required. The reverse osmosis base 501 in the reverse osmosis assembly 5 uses the angle design between its upper and lower surfaces to ensure that the reverse osmosis base 501... In section 01, there is less fill soil near the angle, resulting in a smaller void area near the angle after river erosion. This ensures that the subsidence of the fill soil after it becomes wet is minimal, thus not affecting the contact between plant roots and fill soil. At the same time, appropriate green plants can be planted between two adjacent assembly units 3. The roots of the green plants enter the reverse osmosis pipe 503 from the reverse osmosis port 502, and then enter the fill soil through the small holes on the side of the reverse osmosis pipe 503, thus preventing the roots of the green plants from growing into the rocks or the first infiltration plate 102. The roots of the green plants can also act as guide rods to guide rainwater or river water into the fill soil, thereby keeping the fill soil moist and promoting the growth of green plants.When it rains but is not during flood season, rainwater enters the drainage chute 114 and flows between the tidal slider 108 and the tidal pressure plate 111. At this time, the rainwater pushes open the tidal baffle 104, and the rainwater flows into the river. The drainage baffle 120 is used to prevent river water from directly entering the conical outlet 115 from the rigid sleeve 119. The solar panel 201 converts solar energy into electrical energy and stores the electrical energy in the battery inside the explosion-proof support 204.

[0048] like Figure 6 , Figure 7 , Figure 8 , Figure 9 , Figure 10 and Figure 11As shown, when the mesh steel cage 401 on the mesh cage mechanism 4 is placed into the assembly bracket 301 of the assembly mechanism 3, the mesh steel cage 401 and the stones, driven by gravity, cause the assembly bracket 301 and the assembly base plate 302 to slide down along the outer wall of the storage tank 305. The assembly base plate 302, through the cross bracket 308, causes the second float 309 to be pressed down into the water of the storage tank 305. The cross bracket 308, through the lower drain pipe 310, causes the lower pressure plate 307 to be pressed down. The lower pressure plate 307 causes the first float 306 to be pressed down into the water of the storage tank 305. When the stones inside the mesh steel cage 401 are... After some of the water is washed away, the weight of the mesh steel cage 401 and the stones is less than the buoyancy of the water on the first float 306 and the second float 309. The first float 306 and the second float 309 lift the mesh steel cage 401 and the stones as a whole through the cross bracket 308, which makes it easier for the monitoring camera 203 of the monitoring agency 2 to detect abnormalities and also prevents the formation of depressions on the upper surface of the stones. The wear-resistant support strip 403 on the mesh cage cover 402 provides some protection for the rectangular steel strip 405 of the spraying component 404. At the same time, the spraying elastic tube 409 increases the flexibility of the rectangular steel strip 405. This extends the service life of the cage cover 402. When the rectangular steel bar 405 and the spray elastic tube 409 on the spray assembly 404 are completely broken, the spray spring 408 will cause the first plunger 407 and the second plunger 410 to rebound. The first plunger 407 and the second plunger 410 will cause the dyeing liquid in the spray elastic tube 409 to spray onto the surface of the stone, quickly marking the damaged cage mechanism 4. The monitoring camera 203 at the lower end of the monitoring bracket 202 will monitor the cage mechanism 4 in the assembly mechanism 3 in real time, and will also monitor the position of the cage mechanism 4 in the flood control base 101. The cage mechanism 4 is individually numbered. When the monitoring camera 203 observes that the cage mechanism 4 is damaged at a certain location, the specific location of the damaged cage mechanism 4 is found by the number, so that staff can be arranged to maintain the cage mechanism 4. After passing through the gaps in the rocks, the river water enters the lower drain hole 303 into the lower drain pipe 310, and then enters the storage tank 305 from the lower drain pipe 310. Subsequently, the excess river water in the storage tank 305 is discharged from the leakage hole 304 to the upper surface of the first seepage plate 102. The spray base 406 is used to fix the spray spring 408.

[0049] This invention is not limited to the specific embodiments described above. Any modifications made by those skilled in the art based on the above concept without creative effort are within the protection scope of this invention.

Claims

1. A gabion-based flood control and slope protection system for riverbank treatment, comprising an infiltration mechanism (1), a monitoring mechanism (2), an assembly mechanism (3), a gabion cage mechanism (4), and a reverse osmosis component (5), characterized in that: The infiltration mechanism (1) includes a flood control base (101), a tidal base (103), a tidal baffle (104), a first tidal hole (106), a second tidal hole (107), a tidal slider (108), a tidal channel (109), a drainage assembly (110), and a tidal pressure plate (111). The flood control base (101) is located on the riverbank. The tidal base (103) is fixedly installed at the front end of the flood control base (101). The tidal baffle (104) is rotatably connected to the front end of the tidal base (103). The first tidal hole (106) is fixedly installed at the upper end of the tidal base (103) and communicates with the internal space of the flood control base (101). The second tidal hole (107) is fixedly installed at the upper end of the tidal base (103) and communicates with the internal space of the tidal base (103). The space is connected, the tidal slider (108) is slidably installed inside the tidal base (103) in the vertical direction, the upper end of the tidal slider (108) is fixedly connected to the inside of the tidal base (103) by a spring, the tidal channel (109) is fixedly installed inside the tidal slider (108), the drainage component (110) is fixedly installed on the side of the tidal slider (108) in the horizontal direction, the drainage component (110) is connected to the tidal channel (109), the tidal pressure plate (111) is fixedly installed at the lower end of the tidal base (103) by a spring, the monitoring mechanism (2) is fixedly installed at the upper end of the infiltration mechanism (1) in the vertical direction, the assembly mechanism (3) is fixedly installed inside the infiltration mechanism (1), the net cage mechanism (4) is placed inside the assembly mechanism (3), and the reverse osmosis component (5) is fixedly installed inside the infiltration mechanism (1). The infiltration mechanism (1) also includes a first infiltration plate (102), a second infiltration plate (105), a deceleration reverse slope (112), a piezoelectric sensor (113), and a drainage slide (114). The first infiltration plate (102) is fixedly installed inside the flood control base (101), and the angle between the first infiltration plate (102) and the horizontal plane is 45°. The second infiltration plate (105) is fixedly installed inside the flood control base (101), and the angle between the second infiltration plate (105) and the horizontal plane is 30°. The drainage slide (114) is fixedly installed at the bottom of the flood control base (101) in a direction parallel to the second infiltration plate (105). The deceleration reverse slope (112) is fixedly installed on the upper surface of the drainage slide (114). The piezoelectric sensor (113) is fixedly installed on the upper surface of the deceleration reverse slope (112).

2. The gabion stone cage information-based flood control and slope protection for riverbank treatment as described in claim 1, characterized in that: The drainage assembly (110) includes a conical outlet (115), a drainage housing (116), an elastic sleeve (117), a first drainage hole (118), a rigid sleeve (119), a drainage baffle (120), and a second drainage hole (121). The conical outlet (115) is fixedly installed at the front end of the drainage housing (116) along the axial direction of the drainage housing (116). The elastic sleeve (117) is fixedly installed inside the drainage housing (116) along the axial direction of the drainage housing (116). The elastic sleeve (117) is also fixedly installed at the conical outlet (115). At the rear end of the elastic sleeve (117), the first drain hole (118) is fixedly installed on the upper side of the elastic sleeve (117) along the radial direction of the elastic sleeve (117), the rigid sleeve (119) is fixedly installed inside the drain shell (116) along the axial direction of the drain shell (116), the front end of the rigid sleeve (119) is fixedly installed at the rear end of the elastic sleeve (117), the second drain hole (121) is fixedly installed on the lower side of the rigid sleeve (119) along the radial direction of the rigid sleeve (119), and the drain baffle (120) is fixedly installed inside the rigid sleeve (119).

3. The gabion stone cage information-based flood control and slope protection for riverbank treatment as described in claim 2, characterized in that: The assembly mechanism (3) includes an assembly bracket (301), an assembly base plate (302), a lower drain hole (303), a liquid leakage hole (304), and a storage tank (305). The assembly bracket (301) is fixedly installed on the periphery of the assembly base plate (302). The assembly bracket (301) is also slidably installed on the periphery of the storage tank (305). The lower drain hole (303) is fixedly installed on the surface of the assembly base plate (302). The liquid leakage hole (304) is fixedly installed on the side of the storage tank (305). The lower end of the storage tank (305) is fixedly installed on the upper surface of the first seepage plate (102).

4. The gabion stone cage information-based flood control and slope protection for riverbank treatment as described in claim 3, characterized in that: The assembly mechanism (3) also includes a first float (306), a lower pressure plate (307), a cross bracket (308), a second float (309), and a lower leakage insertion tube (310). The first float (306) is slidably installed inside the storage tank (305) in the vertical direction, and the second float (309) is slidably installed inside the storage tank (305) in the vertical direction. The upper end of the lower pressure plate (307) is fixedly installed at the lower end of the lower leakage insertion tube (310). The lower end of (307) contacts the outer surface of the first float (306) and the second float (309). The cross bracket (308) is fixedly installed on the upper end of the second float (309) in the vertical direction. The upper end of the cross bracket (308) is fixedly connected to the lower end of the assembly base plate (302). The lower leakage tube (310) is fixedly installed on the side of the cross bracket (308) in the vertical direction. The upper end of the lower leakage tube (310) is inserted into the lower leakage hole (303).

5. The gabion stone cage information-based flood control and slope protection for riverbank treatment as described in claim 4, characterized in that: The cage mechanism (4) includes a mesh steel cage (401), a cage cover (402), a wear-resistant support strip (403), and a spraying assembly (404). The inside of the mesh steel cage (401) is used to place stones. The cage cover (402) is rotatably connected to the upper end of the mesh steel cage (401). The spraying assembly (404) is fixedly installed inside the cage cover (402). The wear-resistant support strip (403) is fixedly installed inside the cage cover (402) and located at the upper end of the spraying assembly (404).

6. The gabion stone cage information-based flood control and slope protection for riverbank treatment as described in claim 5, characterized in that: The spray assembly (404) includes a rectangular steel bar (405), a spray base (406), a first plunger (407), a spray spring (408), a spray elastic tube (409), and a second plunger (410). The two ends of the rectangular steel bar (405) are fixedly installed inside the mesh cage cover (402). The spray elastic tube (409) is fixedly installed inside the rectangular steel bar (405) and filled with dyeing liquid. The spray base (406) is fixedly installed at both ends of the spray elastic tube (409). The spray base (406) is also fixedly installed inside the mesh cage cover (402). The first plunger (407) is slidably installed inside the spray elastic tube (409) along the axial direction of the spray elastic tube (409). The second plunger (410) is slidably installed inside the spray elastic tube (409) along the axial direction of the spray elastic tube (409). The second plunger (410) is fixedly connected to the first plunger (407). The two ends of the spray spring (408) are fixedly connected to the first plunger (407) and the spray base (406) respectively.

7. The gabion stone cage information-based flood control and slope protection for riverbank treatment as described in claim 6, characterized in that: The reverse osmosis assembly (5) includes a reverse osmosis base (501), a reverse osmosis port (502), and a reverse osmosis pipe (503). The reverse osmosis base (501) is fixedly installed between the first infiltration plate (102) and the second infiltration plate (105). The upper surface of the reverse osmosis base (501) is in contact with the lower surface of the first infiltration plate (102). The interior of the reverse osmosis base (501) is filled with filler soil. The reverse osmosis port (502) is fixedly installed on the upper surface of the reverse osmosis base (501). The reverse osmosis pipe (503) is fixedly installed in the interior of the reverse osmosis base (501) in a vertical direction.

8. The gabion stone cage information-based flood control and slope protection for riverbank treatment as described in claim 7, characterized in that: Small holes are provided on the side of the reverse osmosis pipe (503). The small holes on the side of the reverse osmosis pipe (503) are used to guide the roots of plants to grow into the interior of the reverse osmosis base (501) along the small holes.

9. The gabion stone cage information-based flood control and slope protection for riverbank treatment as described in claim 8, characterized in that: The monitoring mechanism (2) includes a solar panel (201), a monitoring bracket (202), a monitoring camera (203), and an explosion-proof support (204). The solar panel (201) is fixedly installed on the upper end of the monitoring bracket (202). The monitoring bracket (202) is fixedly installed on the upper end of the explosion-proof support (204). The explosion-proof support (204) is fixedly installed on the upper end of the flood control base (101) in a vertical direction. A storage battery is installed inside the explosion-proof support (204). The monitoring camera (203) is fixedly installed on the lower end of the monitoring bracket (202).

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